Hysteretic tuned mass dampers for structural vibration mitigation

被引：70

作者：

Carpineto, Nicola ^{[1
]}

Lacarbonara, Walter ^{[1
]}

Vestroni, Fabrizio ^{[1
]}

机构：

[1] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00184 Rome, Italy

来源：

JOURNAL OF SOUND AND VIBRATION | 2014年 / 333卷 / 05期

关键词：

WIRE ROPE SPRINGS; OSCILLATOR; DESIGN; PERFORMANCE; ATTENUATION; MODEL;

D O I：

10.1016/j.jsv.2013.10.010

中图分类号：

O42 [声学];

学科分类号：

070206 ; 082403 ;

摘要：

The hysteresis exhibited by short steel wire ropes is shown to lend itself as an effective restoring force for nonlinear monodirectional tuned mass dampers. Experiment-driven modeling based on the identified hysteretic restoring forces together with continuation tools enables an optimal design of these dampers through construction of families of frequency-response curves over a wide range of excitation amplitudes. Semi-analytical/ numerical and experimental studies are carried out considering a base-excited test structure represented by a simply supported beam together with a prototype of the hysteretic damper subject to either harmonic or filtered Gaussian white noise excitations. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：1302 / 1318

页数：17

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